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HomeMy WebLinkAboutWWP2703626.18� H. ti�f A: qpal I 16727 19 T ER�'9 l SIONAL SIGNED: 01118113 INTRUSION SWITCH. MOUNT PER SURFACE MOUNTED MANUFACTURER'S MIZL of WAS J-BOX. RECOMMENDATIONS. SO CORD CONNECTOR (TYPICAL).% f �t o V r,6 38613 C 13 T ERf'P IONAL� SO TYPE CORD. SIGNED: 01118113 } 1 GRS CONDUIT STRAPPED TO V WALL WITH MINIMUM OF (2) STAINLESS STEEL PIPE -� CLAMPS SPACED EQUALLY BRUSHED STAINLESS :.. APART. F. STEEL PLATE h i �? REFER TO MOUNTED TO VALVE LIQUID LEVEL SWITCH. SET p DWG NO. E02 N FLANGE TO SWITCH WITH 1/2" OF K FOR WATER ON FLOOR. EQUIPMENT SCHEDULE LIMIT SWITCH BUILDING INTRUSION SWITCH DETAIL z CHECK VALVE LIMIT SWITCH DETAIL VAULT FLOOD SWITCH DETAIL NOT TO SCALE uj N NOT TO SCALE NOT TO SCALE Za - ,— HATCH 1" WEATHER HEAD 0 uiQ WELD BRACKET TO SPACE FOR FUTURE FLOAT 4" X 1/4" STAINLESS STEEL . WELDED T WET �- PLATE 0 WELL ACCESS LID FRAME. DUAL FIXTURES AIMED TOWARD VAULT HATCHES. SEE DWG. NO E02 FOR FIXTURE SCHEDULE uj Z 0 (jj Q STAINLESS STEEL ANGLE I I LIGHT ac (TYPICAL) o 'J Q �� -. 1 RGS A3 1A3 � O Q o 5" SQUARE x 20'H, SQUARE V W CUSTOM UPPER GUIDE RAIL STRAIGHT STEEL OUTDOOR LIGHTING POLE. INSTALL PLUMB. ; J W (TYPICAL) OUTDOOR LIGHTING POLE SHALL BE Q WET WELL HATCH 19'-0" HUBBELL MODEL NO. SSS-20-50-7-TA-BZ, OR EQUAL. PUMP GUIDE RAIL PROVIDE A HOOK AT EACH FLOAT V ANCHOR BOLTS. INSTALL J 2"x1/4" STAINLESS STEEL CONNECTION TO MOUNTING PER POLE SUPPORT BRACKET FOR ADJUSTING FLOAT MANUFACTURER'S HEIGHT INSTRUCTIONS 6"x2" PIPE CLAMP (TYPICAL). I CONTRACTOR SHALL PROVIDE A MINIMUM OF 2 PIPE CLAMPS 1i2"0 STAINLESS STEEL HANDHOLE LIGHT POLE BASE PLATE. _ SPACED EQUALLY ALONG THE BOLT AND NUT (TYPICAL). GROUT BASE PLATE WITH LENGTH OF 2" PIPE FOR NON -SHRINK GROUT AND E �'_ `� -- R s SUPPORT. SILICONE CAULK AT EDGE. - _- 12" DIAMETER CONCRETE 1'-0" FINISHED GRADE CYLINDER FOR ANCHORINGjh RH2 ENGINEERING, INC, nttG., /Www.rh2.co STEEL POLE. 450 CHAMFER mailbox@rh� -' 900.'20_80-� AROUND EDGE. BELLINGHAM 3eo.s76.ow-- 4F4 West Honor Road 2"x2" PIPE CLAMP (TYPICAL) BOTHELL 425.95?. auv 24" MIN 22722 29th Drive +G 3'-6" I CONDUIT AS EAST WENATCHEE �os.s�.29UO SHOWN ON SITE HIGH LEVEL FLOAT T-T' PLAN ABOVE WET WELL FLOOR T- 2" SCH 80 PVC PIPE. PIPE SHALL 6" FORCE MAIN, r NOTE:L� (6) #4 VERT EVENLY SPACED EXTEND FROM 4" FROM BASE OF TYP. FLOAT ELEVATIONS FIELD � 1�_0 " HOOPS @ /1"GRS INTERIOR WET WELL TO MOUNTING — ADJUSTED PER ENGINEER#4 1" PVC TO RTU PVC COATED 12" O.C.6m� SCALE SHOWN POINT BETWEEN PUMP RAIL GUIDES. AT STARTUP �`� PUMP START FLOAT4-4 OUTDOOR SITE LIGHT FOOTING AND 0 it, 2" ABOVE WET WELL FLOOR DRAWING LEVEL TRANSMITTER SLEEVE DETAIL PUMP STOP FLOAT 3'-4" MOUNTING N DETAIL O U G BIAR IS NOT 2� ONGLE owc No. ABOVE WET WELL FLOOR - PLOT: 1 NOT TO SCALE FLOAT MOUNTING DETAIL REVISED TO CONFORM NOT TO SCALE E07 ENGINEER CCA REVIEWED MLM TO CONSTRUCTION RECORDS NOT TO SCALE DAB Nov 11, 2014 '� CLIENT REN RH2 INEERING INC. A Boa No.. 112-023 720 REVISED PER CONSTRUCTION RECORDS GAD MLM 08/06/14 NO. REVISION BY REVIEW DATE FILENAME: LIND—D—E—DETAILS2.DWG � z +l m E* z m= c 'm m- m Ul u z z m 0 D D CD G z 0 C 9 m m n] -i m �rj CDz� N ooC > 1 D W zz N r